TECHNICAL PAPERS
Sep 1, 1997

Structural Designs and Construction Technologies for California Highway Bridges

Publication: Journal of Construction Engineering and Management
Volume 123, Issue 3

Abstract

The California highway bridge construction market is the largest in the United States and still growing. It arguably represents the greatest concentration of highway bridge expenditure in the world. To gain insight into this important engineering and construction market, this paper reviews the technological context of California's bridge construction sector from three perspectives: A technological overview, current technological directions, and emerging trends. The paper describes the dominance of the California Department of Transportation in designing and administering highway bridge projects and highlights the emergence of standardized cast-in-place prestressed concrete box girder bridges as the dominant design. Contractors have responded to this standardized design with continuous incremental improvements through adaptation of construction process technologies. The paper concludes that falsework, formwork, and concrete placement technologies are particularly important in gaining and maintaining a competitive advantage for construction of these bridges. This has led to specialized differentiation through firms seeking technological-based market niches.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
ASBI. (1993). “Segmental bridges constructed in the United States and Canada.”Rep., American Segmental Bridge Institute, Phoenix, Ariz., Sept.
2.
Burgelman, R. A., and Rosenbloom, R. S. (1989). “Technology strategy: An evolutionary process perspective.”Research on technological innovation, management and policy, Vol. 4, R. S. Rosenbloom and R. A. Burgelman, eds., JAI Press Inc., Greenwich, Conn., 1–23.
3.
ENR. (1993). “Construction economics—Materials prices.” 230(20), (May 17), 45.
4.
Hampson, K. (1993). “Technology strategy and competitive performance: A study of bridge construction,” PhD thesis, Dept. of Civ. Engrg., Stanford Univ., Stanford, Calif.
5.
Podolny, W. Jr., and Muller, J. M. (1982). Construction and design of prestressed concrete segmental bridges. Wiley & Sons, New York, N.Y.
6.
Porter, M. E. (1983). “The technological dimension of competitive strategy.”Technological innovation, management and policy, Vol. 1, R. S. Rosenbloom, ed., JAI Press, Greenwich, Conn., 1–33.
7.
Roberts, J. E. (1988). “Aesthetic design philosophy utilized for California state bridges.”Proc., Visual Design Guidelines for Transp. Fac. Session, ASCE Nat. Convention, ASCE, New York, N.Y.

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 123Issue 3September 1997
Pages: 269 - 275

History

Published online: Sep 1, 1997
Published in print: Sep 1997

Permissions

Request permissions for this article.

Authors

Affiliations

Keith Hampson
Dir. of Res. and Sr. Lect., School of Constr. Mgmt., Queensland Univ. of Technol., 2 George St., Brisbane 4000, Australia.
Martin Fischer, Associate Members, ASCE
Asst. Prof., Dept. of Civ. Engrg., Stanford Univ., Stanford, CA 94305-4020.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share